Not Applicable
Not Applicable.
This disclosure relates to static structures which engage and support elongated reinforcing bars for embedding in a hardening material such as concrete, and in a particular to rebar support chairs and clips for crossed reinforcing bars.
Elongated reinforcing steel bars or rods (“rebar”) crossed and connected to form a horizontal grid or mat are used in the construction of poured concrete structures, such as foundation slabs, roadways, side walks, tilt up building walls and the like, to prevent the hardened concrete from separating along crack lines caused by the curing process, from load induced stress, from weather conditions, and from other causes. The rebar grid or mat holds the cracks tight, facilitates load transfer across the cracks, and restrains end movement, providing stiffness. For length, width, thickness (height) and intended use of each concrete structure, engineers determine, inter alia (i) the optimum spacing separating longitudinal bars laid out in parallel across bars laid perpendicularly to the length of the structure (cross or “transverse”) bars, (ii) the optimal spacing separating transverse bars, and (iii) the optimum height of a grid of transverse bars and longitudinal bars within a concrete form and within the formed concrete solid, all so the rebar mat functions correctly for its design purposes. In order for transverse and longitudinal reinforcing steel to effectively perform their engineered function, the rebar mat must be elevated to the design height above the pour surface before the pour, and the reinforcing steel must remain at its correct height, spacing and shape within the pour and after the pour. It is thus necessary to prevent movement of the reinforcing bars and the mat of bars during the pour.
For pours on a horizontal surface such as a roadway, the traditional method is to erect the mat in place, and then prop the mat to the design height above the pour surface. To do this, one of the lengths of rebar steel, for example the transverse rebar, is laid out on the pour surface at the specified intervals. Other lengths of rebar, in this example, longitudinal rebar, is then laid out on top of the transverse bars, and these transverse and longitudinal bars are wire tied together to form a template for the completed mat. Then the template rebar is lifted up, and supports for the template, colloquially called “chairs”, are placed under the lower bars, in the example, transverse bars, at the ends of the bars and at locations between the ends of the bars in a number sufficient to support the weight of the steel mat when it is completed, in the example, by adding remaining longitudinal rods at the design spacing and wire tying them to the transverse bars.
Plastic chairs have been developed in recent years with the goal of eliminating the need to wire tie the intersections where the chair is placed. The typical chair includes an openwardly open lower rod support for receiving a first rebar lowered into it (a “bottom bar”), and above it, at the sides of the rod support, either hook members opening in the same direction for orthogonally receiving a second rebar (a “top bar”) from one side (e.g., U.S. Pat. No. 3,673,753, Anderson), or upwardly open receivers higher than the rod support for orthogonally receiving a top bar lowered into the receivers to rest above the bottom bar. The higher upwardly open receivers generally have some means for restraining dislodgment of the top bar. Examples of the upwardly open rebar receivers include U.S. Pat. Nos. 5,893,252, 6,112,494 and 6,837,017 issued to Applicants, and U.S. Pat. Nos. 6,276,108 (Padrun), 6,557,317 (Sorkin), 6,684,595 (Sorkin), 6,962,029 (Lowrey), 7,322,158 (Sorkin), and 7,461,491 (Sorkin). These chairs position separate bottom bars and top bars in place orthogonally.
Other chairs have been described for attaching to already united crossed wires (welded wire mesh) to stand the mesh a planned distance from a pour surface: U.S. Pat. Nos. 3,378,981 (Horne) and 6,212,848 (Cooper) and International Patent Application PCT/US99/10962 (Nicol).
Cement pours are also made within upright forms to form a vertical structure, such as a barrier. A traditional method for erecting a vertical rebar mat is to cross the rebar lengths and wire tie them together at their intersections, a tedious process. Plastic clips have been described for connecting rebar. Same side opening plastic clips have been used to join rebar longitudinally (U.S. Pat. No. 4,617,775—Padrun) or at intersections: U.S. Pat. No. 3,694,988 (Skold), U.S. Pat. No. 4,110,951 (Padrun), U.S. Pat. No. 7,469,515 (Minor). Orthogonal clips have been used to join rebar: U.S. Pat. No. 5,371,991 (Bechtel et al.), U.S. Pat. No. 5,878,546 (Westover). Stirrup clips have been described for replacing wire ties for rebar runs at the corners of wire stirrups (U.S. Pat. No. 4,900,184, Cleveland).
The present invention is directed to a clamping structure for fastening separate concrete reinforcing rods together to form a clamped intersection. The invention is useful for clamping together rods crossing in adjacent horizontal planes and for clamping together bars crossing in adjacent vertical planes. The clamping structure may comprise a support (chair) or a free standing clip.
a is a top view of the chair of
b is a top view of the chair of
c is a top view of the chair of
In the following detailed description of embodiments, reference is made to the accompanying drawings, which form a part hereof and in which are shown, by way of illustration, specific embodiments in which the invention may be practiced. Specific details disclosed herein, including what is described in the Abstract, are in every case a non-limiting description and embodiment representing concrete ways in which the concepts of the invention may be practiced. This serves to teach one skilled in the art to employ the present invention in virtually any appropriately detailed system, structure or manner consistent with those concepts. It will be seen that various changes and alternatives to the specific described embodiments and the details of those embodiments may be made within the scope of the invention. It will be appreciated that one or more of the elements depicted in the drawings can also be implemented in a more separated or integrated manner, or even removed or rendered as inoperable in certain cases, as is useful in accordance with a particular application. Because many varying and different embodiments may be made within the scope of the inventive concepts herein described and in the specific embodiments herein detailed, it is to be understood that the details herein are to be interpreted as illustrative and not as limiting.
Reference throughout this specification to “one embodiment”, “an embodiment”, or “a specific embodiment” means that a particular feature, structure, or characteristic described in connection with the embodiment is included in at least one embodiment of the present invention. Thus, the appearances of phrases such as “in one embodiment”, “in an embodiment”, or “in a specific embodiment” in various places throughout this specification are not necessarily all referring to the same embodiment. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more embodiments.
The concepts embodied in the embodiments described herein have application to any system in which rods need to be clamped together in a mutually transverse arrangement to fix the rods in a clamped intersection. The terms “rod”, “bar” and “rebar” are used interchangeably herein.
The various directions such as “upper,” “lower,” “bottom,” “top,” “back,” “front,” “transverse,” “perpendicular”, “vertical”, “horizontal,” “length,” “width, “downwardly”, “laterally” and so forth used in the detailed description of embodiments are made only for easier explanation in conjunction with the drawings. The components may be oriented differently while performing the same function and accomplishing the same result as the embodiments herein detailed embody the concepts of the invention, and such terminologies are not to be understood as limiting the concepts which the embodiments exemplify.
The term “transversely” means at a crossing angle, which is not necessarily but may be a perpendicular angle. The terms “orthogonally” or “perpendicularly” means substantially at a right angle to a reference to a degree that if not absolutely a right angle will not materially adversely affect the arrangement and function of the element described as perpendicular. The terms “vertical” or “vertically” include but are not limited to literal vertical and generally mean oriented up and down with respect to the earth's horizon to a degree that if not absolutely vertical will not materially adversely affect the function of the element described as vertical. Similarly, the terms “horizontal” or “horizontally” include but are not limited to literal horizontal and generally mean not out of level with respect to the earth's horizon to a degree that will materially adversely affect the function of the element described as horizontal. “Downwardly,” “upwardly” and “laterally” have their normal meanings; i.e., “downwardly” means: toward a lower place, point or level; “upwardly” means: toward a higher place, point or level; and “laterally” means: of, at, toward, or from the side or sides. When the term “vertically” is used in the phrase “rotationally vertically received” with regard to a rod, it is meant that where the rod is disposed in a generally horizontal plane, the rod is received by an upwardly generally horizontal movement of a structure receiving the rod or a downwardly horizontal movement of the rod with respect to the receiving structure.
As used herein, the use of the word “a” or “an” when used in conjunction with the term “comprising” (or the synonymous “having” or “including”) in the claims and/or the specification may mean “one,” but it is also consistent with the meaning of “one or more,” “at least one,” and “one or more than one.” In addition, as used herein, the phrase “connected to” means joined to or placed into communication with, either directly or through intermediate components.
Certain embodiments are disclosed for a chair structure for clamping two rods mutually transverse to one another above a pour surface. In these embodiments, the chair comprises a support; an upwardly open seating surface supported by the support and having a longitudinal direction for rotationally vertically receiving a first rod in the longitudinal direction; and a pair of side opening rod retainers each supported by the support above and on opposite sides of the upwardly open longitudinal seating surface, the side openings of the retainers opening in opposite directions for rotationally laterally receiving opposite sides of a second rod along a direction transverse to the longitudinal direction, the retainers each including a top portion spaced from the lower seating surface a distance effective to cause a second rod rotationally laterally received in the side openings to exert a compressive force against a first rod rotationally vertically received on the lower seating surface, thereby clamping the two rods mutually transversely to each other.
In an embodiment of the invention, and referring to
In the chair, a pair of side opening rod retainers 48, 66 rise vertically from support 11 above and on opposite sides of upwardly open seating surface 24. Each side opening retainer comprises a vertical shank portion (15 in retainer 48, 19 in retainer 66) and terminates at top in an outwardly extending top portion; for shank portion 15, it is top portion 17, for shank portion 19, it is top portion 21. The term “retainer” is used without regard to configuration other than an upright shank portion and a top portion extending outwardly from the shank to cap a side opening. For non-limiting example, retainers can take the shape of an inverted “L”, a sideways “J”, a “C”, or a “G.” All these shapes are side opening and all have a vertical shank (15 in retainer 48, 19 in retainer 66) capped with an outwardly extending top portion (17 for shank portion 15, 21 for shank portion 19). In the illustrations, a side opening in the general form of a “C” (
Whether the retainers take the general shape of a sideways “J”, an inverted “L”, a “C” or a “G”, the side openings bounded by the shanks and top portions face in opposite directions for rotationally laterally receiving opposite sides of a rod 200 in them. Vertical shank portions 15 and 19 are on opposite sides of a plane extending upwardly from the members supporting the retainers (14, 16 in
Each retainer 48 and 66 is adapted to rotationally laterally receive opposite sides of a rod 200 under their respective outwardly extending top portions 17, 21 such that, when captured inside the side openings under the top portions, the rod ends up transversely oriented to the longitudinal direction 26. Shank 15 of retainer 48 blocks lateral movement of a rod 200 rotationally received under outwardly extending top portion 17 except in the direction in which top portion 17 extends. Shank 19 of retainer 66 blocks lateral movement of a rod 200 rotationally received under outwardly extending top portions 21 except in the direction in which top portions 21 extends. Each retainer (48 or 66) is spaced from the other retainer (66 or 48) on opposite sides of the lower longitudinal seating surface 24 with the top portions 17, 21 spaced from the lower seating surface 24 a distance effective to cause a rod 200 rotationally laterally received under the top portions 17, 21 to exert a compressive force against a rod 100 rotationally vertically received on the lower seating surface 24, thereby clamping the rods mutually transversely to each other. This spacing locks the rods 100 and 200 together and restrains upper rod 200 from being displaced laterally from retainers 48, 66.
In one embodiment, the shanks 15, 19 of retainers 48, 66 each take the form of an arch about an included concavity or recess, respectively recesses 50, 68. In this configuration, the recesses 50, 68 share a common axis “X”, that is both retainers 48, 66 are centered upon and in a circumferential relationship with axis “X.” Axis “X” is transverse to the longitudinal direction 26 of the seating surface 24 and is spaced above surface 24 a distance effective to cause a rod 200 rotationally laterally received in retainers 48, 66 coaxial to axis “X” to exert a compressive force against a rod 100 rotationally vertically received on the lower seating surface 24. In the embodiments illustrated in
In another embodiment, as in
In the embodiments of
In a shorthand rendition, the general form of the retainers 48, 66 in the general shape of a “C” (for example, as depicted in
There is provided in an embodiment a chair structure for clamping two rods mutually transverse to one another in which the upwardly facing seating surface includes sides. In this embodiment, the chair comprises a longitudinal seat having a first seating surface between seat sides. The seat is oriented in a first direction for longitudinally rotationally vertically receiving and seating a first rod inside the sides. The chair includes first and second resilient retainers each comprising a recess about a common axis transverse to the first direction. The recesses have side openings oppositely facing in the first direction. The retainers are spaced apart along the mentioned axis above and to the sides of the longitudinal seat. The recesses each have a second seating surface for seating a second rod rotationally laterally received in the recess and an opposite top surface for pressing the second rod against the second seating surface. A deepest portion of the second seating surfaces of the recesses is spaced from a deepest portion of the first seating surface a distance equal to or less than the thickness of the first rod.
The foregoing aspects of an embodiment are now described in greater detail with respect to
Leg 18 of pedestal second pair 18, 20 supports a first resilient rod retainer 48 above and laterally adjacent runner 40 and single side 28 of first segment 22 of bottom rod support 24. Rod retainer 48 comprises lower jaw 47 and upper jaw 49. An interior side 45 of lower jaw 47 is adjacent runner 40. First rod retainer 48 includes a first recess 50 with surfaces about an axis “X” transverse to first direction 26 axis “Y.” The surfaces of the first recess 50 include a lower seating surface 52 on the topside of lower jaw 47 for seating a first portion of a second rod 200 rotationally laterally received in first recess 50 and an upper surface 54 on the underside of upper jaw 49 for pressing the first portion of second rod 200 against lower seating surface 52 of first recess 50. Second rod 200 is sometimes referred to herein as upper or top rod 200. The bottom 56 of lower seating surface 52 is a predetermined distance higher than the bottom surface 30, 36 of bottom rod support 24. That predetermined distance is a distance equal to or less than the thickness of first or lower rod 100 and will vary according to the planned application for the chair. For example, in a road construction of 6-8 inches concrete depth, the centerlines for a mat of the rods would be about 3 inches. Lower or transverse rod may be ½ inch thick (½ inch diameter if the rod is round, as in most instance of rebar rods, it is) so the low point of the mat would be 2.5 inches above the pour surface and the high point of the mat would be 3.5 inches above the pour surface. For an application such as a tilt up wall, the pour height is typically less high and smaller transverse rods are used, for example, ⅜ inch thickness.
A first ramp 58 comprising an upper part of pedestal leg 18 slopes vertically from adjacent the interior side 45 of first rod retainer 48 toward juncture 38 of longitudinal bottom rod support 24. First ramp 60 suitably has substantially the same slope as chamfer 44.
First rod retainer 48 has upper and lower projections or detents 60, 62 extending toward each other at side opening 64 (
Second leg 20 of second pair 18, 20 supports a second resilient rod retainer 66 spaced from first rod retainer 48 above and adjacent the runner 42 and single side 34 of the second segment 32 of bottom rod support 24 and longitudinally spaced from but opposite the single side 28 of first segment 22. Rod retainer 66 comprises lower jaw 65 and upper jaw 67. An interior side 69 of rod retainer 66 is adjacent runner 42. Second rod retainer 66 has the same configuration as first rod retainer 48, and comprises a second recess 68 with surfaces about axis “X” common to first recess 50. The surfaces of second recess 68 include a lower seating surface 70 for seating a second portion of the second or upper rod 200 rotationally laterally received in second recess 68 and an upper surface 72 for pressing the second portion of upper rod 200 against seating surface 70. The same as for first rod retainer 48, the bottom 74 of lower seating surface 70 of second recess 68 is a predetermined distance higher than the bottom surface 30, 36 of bottom rod support 24 equal to or less than the thickness of first rod 100. Similarly, second rod retainer 66 has upper and lower projections or detents 76, 78 extending toward each other at a side opening 80 of second recess 68 for laterally retaining the second portion of the second rod 200 within second rod retainer 66. A web 57 interconnects members 59, 61 of upper jaw 67 to provide additional structural rigidity.
A second ramp 82 comprising an upper part of pedestal leg 20 slopes vertically from adjacent the interior side 69 of second rod retainer 66 toward juncture 38 of longitudinal bottom rod support 24. Second ramp 82 suitably has substantially the same slope as chamfer 46.
A realization of the invention includes a methodology for clamping two rods transversely together. The method comprises (a) placing a second rod transversely against a first rod to form an intersection; (b) placing a rod support structure adjacent said intersection, the rod support structure comprising a support, an upwardly open lower seating surface supported by the support and having a longitudinal direction, the structure further having a pair of side opening rod retainers supported by the support above and on opposite sides of the upwardly open longitudinal seating surface, the side openings of the retainers opening in opposite directions for rotationally laterally receiving opposite sides of a second rod along a direction transverse to the longitudinal direction, the retainers including a top portion spaced from the lower seating surface a distance effective to cause a rod rotationally laterally received in the side opening to exert a compressive force against a rod rotationally vertically received on the lower seating surface, thereby clamping the rods mutually transversely to each other; and (c) rotating the structure into the intersection to vertically receive the first rod in the longitudinal seat and to laterally receive opposite sides of the second rod under the top retainer portions to press the second rod forcibly against the first rod in the longitudinal seat, clamping the two rods together.
This method is now more particularly described in respect to the rod support embodiments of
Referring to those figures, side openings 64, 80 of first and second recesses 50, 68 respectively of first and second retainers 48, 66 open outwardly in opposite directions to each other, recess 50 facing and opening to the “south” (arbitrarily assigning “south” to the left as
As indicated above, another embodiment of a chair structure is depicted in
Using chair 10, a method is provided for assembling a mat 300 of concrete reinforcement rods for a concrete pour, comprising (i) laying out a plurality of first or lower rods 100 spaced substantially parallel to one another in a first rod direction; (ii) laying out a plurality of second rods 200 spaced substantially parallel to one another atop the first rods in a second rod direction transverse to the first rod direction, to provide intersections 350 of first and second rods 100, 200 at predetermined intervals; (iii) placing a chair 10 under an intersection 350 of a first rod 100 and a second rod 200 such that the longitudinal bottom rod support 24 is under the first rod 100, and raising and rotating chair 10 to align first rod 100 longitudinally with said longitudinal bottom rod support 24 and at the same time rotationally laterally receive second rod 200 through the side openings 64, 80 of first and second retainers 48, 66 into recesses 50, 68 of the retainers to clamp second rod 200 down onto first rod 100 lodged in longitudinal seat 24; and repeating step (iii) for a plurality of the intersections 350.
A method of constructing a concrete slab 500 is provided using chair 10, comprising (i) conducting the operations described in the next previous paragraph to construct a mat 300 of intersecting longitudinal rods 100, 200 and lock the intersections 350 of rods 100, 200 a predetermined height above a pour surface 400 on which the slab is to be laid, using a plurality of chairs 10; and (ii) laying a pour of concrete over the mat of locked intersections of rods 100, 200.
Thus there is also provided a concrete slab 500 having a top 502 and bottom 504 and comprising between top and bottom 502, 504 a mat 300 of intersecting longitudinal reinforced bars 100, 200 the intersections 350 of which are locked a predetermined height above the surface 400 and bottom 502 of the slab 500 by a plurality of chairs 10.
The foregoing chair structures are useful where crossing rods are disposed in adjacent horizontal planes, as depicted in
End portions 95a, 95b of the first cross member support a seating surface 24 crossing at juncture 38 over the union 96 along a second axis “Y” perpendicular to the first axis “Z.” Seating surface 24 has at least on side portion, in the embodiment, a side portion 28 on one side of junction 38 above the line of cross members union 96 and another side portion 34 on the other side of the junction 38. Seating surface 24 also has a basal portion 30 adjacent side portion 28 and a basal portion 36 adjacent side portion 34. Basal portions 30, 36 face away from the union (“away” is upwardly in the side views of
End portions 97a, 97b of second cross members 94a, 94b support a pair of retainers 48, 66 separated from each other on opposite sides of the seating surface 24. Retainer 48 has a shank portion 15 and a top portion 17 defining a side opening 64 under top portion 17. Retainer 66 has a shank portion 19 and a top portion 21 defining a side opening 80 under top portion 17. Side openings 64, 80 are co-aligned along a third axis (“X”) that is perpendicular to the first axis (“Z”) and second axis (“Y”). Side openings 64, 80 face opposite directions, as seen in
Use of embodiment 90 comprises: (a) placing a second rod 200 transversely against a first rod 100 to form an intersection; (b) placing clamping structure 90 adjacent the intersection, clamping structure 90 comprising first cross members 93a, 93b and second cross members 94a, 94b each extending transversely to one another to end portions from a central union 96 along a first axis “Z”, the end portions 95a, 95b of the first cross member supporting a seating surface 24 crossing over the union 96 along a second axis “Y” perpendicular to the first axis “Z”, the seating surface 24 having a basal portion 30 facing away from the union, the end portions 97a, 97b of the second cross member 94a, 94b supporting a pair of retainers 48, 66 separated from each other on opposite sides of the seating surface 24, each retainer 48, 66 having a shank portion (15 on retainer 48, 19 on retainer 68) and top portion (17 on retainer 48, 21 on retainer 66) defining a side opening (64 on retainer 48, 80 on retainer 68) under the respective top portions, the side openings 64, 80 being co-aligned along a third axis “X” that is perpendicular to the first and second axes (“Z” and “Y” respectively), the side openings 64, 70 facing opposite directions, the top portions 17, 21 of the retainers being spaced from the basal portion 30 of the seating surface 24 only to an extent effective to cause a second rod 200 received in the retainer openings 64, 80 upon rotation of structure 90 about first axis “Z” to press normally on first rod 100 received in the seating surface 24 upon the rotation to clamp the two rods 100, 200 transversely together at an intersection of the first, second and third axes, and (c) rotating the clamping structure 90 into the intersection to vertically receive the first rod 100 in the longitudinal seat 24 and to laterally receive opposite sides of the second rod 200 under the top retainer portions 17, 21 to press the second rod 200 forcibly against the first rod 100 in the longitudinal seat 24, clamping the two rods 100, 200 together.
The above disclosed subject matter is to be considered illustrative, and not restrictive, and the appended claims are intended to cover all modifications, enhancements, and other embodiments that fall within the true scope of the present invention, which to the maximum extent allowed by law, is to be determined by the broadest permissible interpretation of the following claims and their equivalents, unrestricted or limited by the foregoing detailed descriptions of embodiments of the invention